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During an earthquake, moments transferred at flat plate-column connections can produce significant shear stresses that increase their vulnerability to brittle punching shear failure. This guide provides recommendations for designing flat plate-column connections with sufficient ductility to withstand reversals of lateral drift without punching shear failure or loss of moment transfer capacity. Reinforced concrete flat plates with or without post-tensioning are discussed in this guide.

 

Document History

  1. ACI 421.2-21

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    Seismic Design of Punching Shear Reinforcement in Flat Plates-Guide

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  2. ACI 421.2R-10


    Guide to Seismic Design of Punching Shear Reinforcement in Flat Plates

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  3. ACI 421.2R-07


    Seismic Design of Punching Shear Reinforcement in Flat Plates

    • Historical Version